For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable? Options: A . &nbspProviding buttresses at certain intervals B . &nbspProviding a deeper foundation C . &nbspUsing a richer mortar D . &nbspUsing stronger bricks

For strengthening a 50 m long and 5 m high straight compound wall built in brick

Question

For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable?

Options:

A . Providing buttresses at certain intervals

B . Providing a deeper foundation

C . Using a richer mortar

D . Using stronger bricks

Answer: Option A

Submit Your Solution Below and Earn Points !

Next Question

Question 1. Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccen....member. Select your answer according to the codes give below:

Question 2. Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings con....of reinforced concrete only.of these statements, the correct statements are

Question 3. Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half br....should be provided near to bearings of beams and lintels.

Question 4. The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of....

Question 5. Minimum compressive strength in N/mm² for H1 type mortar used for masonry is....

Question 6. For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for....the design calculation is not necessary for buildings constructed in

Question 7. A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at t....top and bottom. The slenderness ratio of the wall is

Question 8. In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as....

Question 9. The mode of failure of a very short masonry member having h/t ratio of less than 4 is by....

Question 10. If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20,....20, then the stiffening coefficient for wall proper will be

Chapter 1 - GLOBAL STEEL SCENARIO & INDIAN STEEL INDUSTRY Part 1 : (13-04-2024) INDUSTRY AND COMPANY AWARENESS (ICA)

Direction Sense Test Part 1 Reasoning (Hindi)

Chapter 1 - RMHP / OHP / OB & BP Part 1 : (14-02-2024) GPOE

Cube & Cuboid Part 1 Reasoning (Hindi)

Data Interpretation (DI) Basic Concept Reasoning (Hindi)

Counting Figures Part 1 Counting Of Straight Lines Reasoning (Hindi)

Sail E0 free webinar Webinars

Real Numbers Part 7 Class 10 Maths

Real Numbers Part 1 Class 10 Maths

Polynomials Part 1 Class 10 Maths

DSP Combined 1 Free Revision Test SAIL JO E-0

GPOE / GPA Combined 1 Free Revision Test SAIL JO E-0

BSP Plant Specific Review Test SAIL JO E-0

BSL Combined 1 Free Revision Test SAIL JO E-0

GFM Combined 1 Free Revision Test SAIL JO E-0